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Pattanakkad BP-2026-27-Proj no.171/27-Construction of Ramp to Ezhupunna FHC as a part of setting up public health unit

Local Self Government Department

Pattanakkad | Alappuzha, Kerala

Amount: ₹1.0 LCloses: 26 Oct 20267d left

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Timeline

Published14 Oct 2026
Closes26 Oct 2026
Bid Opening27 Oct 2026

Tender Value

₹1.0 L

EMD Value

₹2,625

Closing Date

26 Oct 2026, 11:00 am7d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

LID and EW Sub Division Pattanakkad

Work Description

Pattanakkad BP-2026-27-Proj no.171/27-Construction of Ramp to Ezhupunna FHC as a part of setting up public health unit

Tender Information

Tender ID

2026_LSGD_879267_1

Reference Number

26/AE/PKDBP/2026

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

Pattanakkad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittence and Bid submission fee remittence (.pdf)

RequiredBid submission letter as pr item no 1 Part VI and Integrity pact certificate as per item no 3 Part V (.pdf)

RequiredPriliminary agreement as per item no 2 Part VI and Requisition of epayment as per item no 6 Part VI (.pdf)

RequiredAffidavit as per item no 4 Part VI (.pdf)

RequiredBidder valid registration certificate and GST documents (.pdf)

RequiredBid document with NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹2,625

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

27 Oct 2026

Download Starts

14 Oct 2026

Download Ends

26 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Ramp construction
1.001	15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	0.23	cum	-	-
1.002	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	1.5	cum	-	-
1.003	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	0.38	cum	-	-
1.004	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	0.94	cum	-	-
1.005	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	1.21	cum	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	2.95	sqm	-	-
1.007	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	2.95	sqm	-	-
1.008	13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work	2.95	sqm	-	-
1.009	OD231402/2026-2027:Providing and laying porcelain floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.	5.64	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

sbdramp.pdf

Tender Documents • 1.64 MB

BOQ_1494778.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Ramp construction
1.001	15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar	0.23	cum	-	-
1.002	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	1.5	cum	-	-
1.003	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	0.38	cum	-	-
1.004	50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge	0.94	cum	-	-
1.005	50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	1.21	cum	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	2.95	sqm	-	-
1.007	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	2.95	sqm	-	-
1.008	13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work	2.95	sqm	-	-
1.009	OD231402/2026-2027:Providing and laying porcelain floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.	5.64	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Ramp construction

1.001

15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar

0.23

cum

1.002

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

1.5

cum

1.003

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

0.38

cum

1.004

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

0.94

cum

1.005

50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

1.21

cum

1.006

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

2.95

sqm

1.007

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

2.95

sqm

1.008

13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

2.95

sqm

1.009

OD231402/2026-2027:Providing and laying porcelain floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.

5.64

sqm